SW8060407_APPROVED PLANS_20060511

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_Y&��2�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
AL`%(SI
WYYMMDD

STORMWATER DIVISION CODING SHEET
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYM M D D

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/13a4 LEGEND SITE DATA
ldShallotte SCALE: 1 40'
avg' ONhead
Bay 0 40 80 120
i 3Ef4
Alown
lilt
ar6
Bethel
Thomasboro Church A E
Crossroads t V u' ►v
hA Pleasant
View
Church
1165
W E
SDrowned
at,p °QlYr `,
/ 1165 � \
VICINITY MAP NTS
1
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W • W CONTRACTOR SHALL UPSIZE (3) DRIVEWAY I
EXISTING DOUBLE BARREL CUUL� O THE
� /•�
dv f l ! I
: Q UNDER 17.
le- I 4
39 ZONED CO--CLD ZONED CO-CLD
69 t---�� _ __� _ -__-- 3---------- �_-----------_-.--:_--�w =_ __-_ 4-= --�u� ==_-==.T-.-==-w_ -�- i
TEMPORARY -
TEMPORARY
\ �~�` -'y- TEMPORARY �4� - -�
SINGLE ROW SILf-FENCE BEGIN DOUBLE ROW I I
DOUBLE SILT FENCE'
(See Detail) ��• TEMPORARY SILT FENCE- _~-- "- WF 3H
,T � t ¢�.---- 30' WIDE (See Detail)'r�
S07`26 56 E 1502,80 (OVERALL) i -_CSee Detaiy- SPILLWAY -
RD c.o. ELEV.=46.70 138.55' _.y
x - x - x x - x - x - x ---- x J IN F T .... ..G. rrrrrrrrr�.r ww. �. �rr�r ` ....r. ..r. an+ .--. I I
S nt•--- -��----_-_-----... - - - - - - >L w •V w w w __ •� �
45.00 4 / - `` J
RB Re- `�. �_ --.Q tip, w w 4
\ C C�,' ': \� \`C CC i IST DOT co 6i "
\ 43.7 43.7 l `--'-'---------- � - -� i L9 wF 3GG �' FEN 1 w w
\ 47.6 '42.08 --.,....... .- ;� I I ; �� ' wF 3F -w- v: w w .1. < w w R L0 E
50 L.F. WEIR �a' R,4-1-- �__ I ►-___' i l E Iq I G
)G. fi -- STORAGE y ELEV. 3.75 i4 TO TOP I ` i I I I w r w w w w w w v; w w T
I 6.2 OF POND I > I I- - - - I ( D IV'V`I "
11
FT. = '25 - -- -- _ �r I w w w w w w �r• w �. _ w
• •-- D I FUTURE BUILDING _-- I ! 1 ! 4
250' I 60'x150' W/ I `� w`�3'-_\li
FO AY 18 I 5' SIDEWALK
INLET DROP INLET DROP 'INLET I I ` I w w w w WffALL NBAOT CO L AC CE \Ir
I
47.40 TOP=47.40 TOP=47.00 POND I & 14 SPACES I r -- I j FENCE. MATCH EXI NG FENCE.
N ' k
v.�4,4�6 \ \� � �,� .�•. Wiz-. 7. TOP=47.50 ,� r� INTERIOR I `
1 FP=44.85 '`' o LANDSCAPING A(/w w w w w w w w
1 S, B875 S.F. _ ,� I `
D SD ( NP=43.75 .I. `'
►a -- sD -'�-- s �--�' �C �' BOTTOM= 36.25 w I - - ±-
24 RCP 47.8 24' RCP 47 8 cn .687 ACR r` - . F.E.S. W/
0 3 345 S.F. ELEV. 47 I I i !I w w w `I' w w w w I'�'DISAPAibR\10 FUTURE DEVELO�10' IT-- i JENERG
25'Wx25'Lx18"D .}
9.75 l j w w w w w CL`LI RIPRA*
250' 45' .� w P 1 STORMWATER TOi �-�}PI-DW- f I t
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F.E W/ CON OL I I L _ I 1 w w'S.F.,0 990 A 10 LE`I'SILT FACE p t ! 5'Wx25' 118'D TOR
EN
47.6 TUBE I 4,348
�G. #5 STORAGE 15'Wx25'Lx,8'D TOP 46.50 0 r- 1 I _-- I Se ©etail L1 p,
F.F. =48.25 I I . w w w w w w w( w w r, CL. , .RIP AP
CL. 1 RIPRAP INV. 43.75 8 r I r � I iSF' T 1
INV.=43.75 '� I 1- - - - TEMPOS AR Y V, �, y, J, �, �, INV. c- 4 RCP
DROP INLET DOUBLE SILT: �Ivc I I : INV.a4 0 I
iTH DIVISION TOP=47.o0 - LIMIT OF DISTURBAN_
INV.=43.95 43.7 JUNCTI01 BOX I I I (See D tail) \li'• w JUN�110N 693C `y��*c `1' w O t I
ACRES,
DROP INLET I TOPlr48.�+(?-- - - ---- - - - -- -L TSF TOPi5�48.a0 wF 1 �7, 1 I
TOP=47.40
M . .........,. SD SD _ SD
18" RCP 47.8 24' RCP 47.8
TOP=47.55 47,
)G. #4 -- STORAGE INV.=43.98
F.F.= 48.25 _ _ -_ - - UNCTION Box
TOP=47.50
INLET DROP INLET ! SD "
47.40 TOP=47.40
,4D4.70 INV. SD4.40 SD 24" 0CI?
1�8' RCP 47. 1
4$•0 47.5 t 48.a
47.00 N
5 a
I
50'--•-•-D,x25' �SEPT 3a'
DRAIN FIELD
48.0 48.7
' RD C.O. RD C.O. '
INV.=45.00 INV.=45.50�
v�� I
20' RESIDENTIAL I
. W USE BUFFER-�
0 V)
C�= I
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I
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7 47.78.2x3�C448.2 f"D D sD 6 5RCP RCP
I r7.112
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:
INV.=43.95 (A INV.=44.00 F.F.=48.25 INV.-44.42 INV.=44.84 35� .2 N i D CONTROL
450''- as f2 j- o `.� I ACCESS- FEND I
n d� \ \ \ \ \ \ \ 0 50' TO m L� -
L� !
U 480' 48.2 ,� 47.7 i � � : :
SD �- SD Sb "_ ■• SD SD ........�... SD SD SD SD " S39 SD -�+� SD Y Jt 1 y � ., • „
18" RCP 47. i5' RCP 48.0 ,2 RCP 48.0 48.10 �,� �0 INL T TiONA-L-BOI� : 2 : CASIN & 1 I OMESW C WATER
_ DROP INLETT
DROP INLET DROP INLET INV. 45:35 DOT
` 11V =4410 140�a WV. 4.45 INV.=44.75 INV.=45.05 7 7l CONTROL C
BLDG. #3 - STORAGE I BLDG. #2 -STOP �GE F',A ^---N07.1314'W 1?9.8 !,o ; I : I :
F.F.=48.25 '+ F.F.=48.25 �; --- =� --- - - - - - - -- _
--------150' '°4Q' 250 r ��C�' SIN ROW SILT FENCE -`14'-
104.97'
ZONED CO--CLD
CURRENT
RESIDENTIAL USE
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SINGLE ROW SILT FENCE J
I (See Detail)
1 LIMIT OF DISTURBANCE
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CZ)PARKING AREA
to
LANDSCAPING
45.QO _ B' TOZ W
LANDSC G 4 I
RD C.O.!,p
INV.=46.00\ .�� I : (f)
ZONED CO--CLD--
ABANDONED COMMERCIAL DEVELOPMENT Yn
jIn1 :
NOW OR FORMERLY : �
ANGELA R, LEWIS, married ,
BOOK 1732 PAGE 0001
MAP CABINET 27 PAGE 289 C7
NOW OR FORMERLY
-BONNIE BELLAMYN
BOOK 0863 PAGE 0459
PARCEL 2
HART DIVISION , I
MAP CABINET "W" PAGE 71� ; I
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1
HARDEE DIVISION
3 ! MAP CABINET
1
29 PAGE 387
1
1
- - - -
REMOVE EXIST.
- -
--------------
I DRIVEWAY. MATCH
I EXIST.
1 i�
DITCH/MOULDER
1
SECTION.
/
TRACT 1
i
1
3 I
I HARDEE DIVISION
�•'
MAP CABINET 29 PAGE
387
3
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11
1
i
CONTACT NCDOT PRIOR TO
CONSTRUCTION OF NEW DRIVE
& REMOVAL OF EXISTING DRIVE 1
1
1
1
I NOW OR FORMERLY
C I NNEPHUS STANLEY and wife,
X I NARCIA D. STANLEY- 11
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w 3 BOOK 0762 PAGE 1061
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NOTE: 1
ALL PIPE, FES, DROP INLETS, 1
GRATES & FRAMES WITHIN
R/W SHALL BE STAMPED 1
NCDOT APPROVED. °
1
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I STANLEY DIVISION
MAP CABINET "R" PAGE 154
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MANAGEMENT COMMISSION`
DIVISION OF WATER O
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el
Bediei
Thomasboro
Crossroads;
1304
Old Shallott
Doghead
Bay
R N
Pleasant
View
Church
>n
W E
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Bay
I VICINITY MAP NTS
SCALE: 1 " = 40'
MONEM=d
0 40 80 120
I
NOTE: THERE ARE
TWO W. F. 13's BEGIN DOUBLE ROW
TEMPORARY S
i (See Detail)
%ol 11 i.42' WF lia.. �1� -"x CX -=x- _ _x X_x_x-x_X_
RQ C.O.
V.Zo.
--
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\V 41 %il y W 4
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2 .I. •V .v .V 48.3
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LANDSCAPING
J. 35254R.F. 1,
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c -� Q l0 00
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(See Detail)
`v `/ y LIMIT OF DISTURBANCE ►
i�
NV NV
y q, w W
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.V 41 ,I,
J. i
\Q . 269.65'
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LEGEND
---•-� -
, PROPERTY LINE
SETBACK LINE
PROPOSED BLDG. PHASE 1
PROPOSED BLDG. PHASE 2
w w v w
WETLANDS
LIMIT OF DISTURBANCE
- 41 - -- - -
EXISTING CONTOUR
x 40.10
EXISTING SPOT ELEVATION
43.0
PROPOSED FINISH GRADE
PAVEMENT SPOT ELEVATION
SD sD
PROPOSED STORM DRAIN LINE
®
EROSION CONTROL
AROUND INLETS
* --TSF.---
TEMPORARY SILT FENCE
ZONED CO-CLD
TEMPORARY
BLDG. #9 -- STOF4AGE
F.F.=48.50
200'
DROP INLET DROP INLET
TOP=47.85 TOP=47.60
9`I.tl wo Nn1N . VIV. . ----
(See Detail) LIMIT OF DISTURBANCE
ZONED CO-CLD
NOW OR FORMERLY
-GEORGE W. CAUSE and Wife, SARAH L. GAUSEN
BOOK 0867 PAGE 0325
45'
DROO INLET
TOP-47.40
SITE DATA
BUILDING USE:
WAREHOUSE/STORAGE
TOTAL SITE AREA:
12.00t AC. (522,720 S.F.)
DISTURBED AREA:
8.684 AC. (378,305 S.F.)
ZONING:
CO-CLD/TOZ
BUILDING SETBACKS:
FRONT=50'
REAR=10'
SIDE=15'
REQUIRED PARKING:
STORAGE/WAREHOUSE = 1
PER 2 EMPLOYEES,
1 PER MANAGE, 1
VISITOR PER 5 MANAGERS
TOTAL PARKING REQUIRED:
2
TOTAL PARKING PROVIDED:
6, INCLUDING 1 H/C
MINI STORAGE DEVELOPMENT
AREA: 449,348 S.F. 10.316 AC.)
AREA DRAINING TO POND:
369,595 S.F. 8.485 AC.)
BUILDING:
142,125 S.F. ROOF AREA)
ASPHALT & CURB:
128,615 S.F.
SIDEWALK:
145 S.F.
MINI STORAGE IMPERVIOUS AREA: 270,885 S.F. (6.219 AC.)
FUTURE DEVELOPMENT AREA:
73,473 S.F. (1.687 AC.)
AREA DRAINING TO POND:
36,613 S.F. 0.840 AC.
FUTURE IMPERVIOUS AREA ®
75%: 27,460 S.F. 0.630 AC.
LANDSCAPING:
INTERIOR (8%)= 10,300
S.F. REQUIRED
10,400
S.F. PROVIDED
NOW OR FORMERLY
-WAYNE J. SMITH, single -
BOOK 0591 PAGE 0269
SMITH DIVISION
MAP CABINET "P" PAGE 69
1 T61i=47.40
N •
:W
)
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TEMPORARY. -•�\- • �------___q�---------___..--------------- � -=_==_---__-_--- ===G
SINGLE ROW SILENCE BEGIN DOUBLE ROW TEMPC
(See Detail? �` • TEMPORARY SILT FEKCE - _ ~ j 30' WIDE DOUBL
1502.80 (OVERALL) (See Deta10-44--_ SPILLWAY (See I
RD C.O. ELEV.=48.70
INV.= rSF rsF M:
'\-'7\7 7"\77"7 7"C J
43.7 j 43.7
47.E - - - - I •'1 ' -
1 50 L.F. WEIR 42.0 sa ~ _ P
ELEV. 3.75 I � 10' RTO TOP
6 2 OF POND I
40' ! r�
FO AY 18' I
L�RaP I vl l
TOP=47.00 POND
TOP=47.50 ►��
1 FP=44.85
--- SD ------ .� SD --�-- 18 NP =43.75 I
24" RCP 47.8 24 RC _ ��„ BOTTOM=36.25 w €
10 o 31345 S.F. ® ELEV. 47 'v I
45 �• 9.75' r-
V `�\ OUT.EI � I
7
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DROP INLET L INV..43.75- 42 0
TOP=47.00 1
IN V.=43.95 4,3.7 JUNICTIOI�
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TOP= 47.40
SD 'fir 1�
44 r%r_oLuCIV IiriL
USE BUFFER �
48.2 S47;�D 5 PRFP
1 -- .a 1 v[%mur_ TOP=4-
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SD - SD SD SD
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BLDG.
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05080
DES. JST
co. JPN
DRYM. PAS
DATE 04/20/06
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NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI_
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER r SECTION TYPE.
MUH
u000000
SILT FENCE
PLAN VIEW
EROSION CONTROL
AROUND DROP INLET
NTS
STEEL r POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
%- FILTER FABRIC
�- FILL SLOPE
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWN & 6" OUT
-rr-EL "T" POST
FRONT VIEW
0 GA. WIRE
<6" CENT.
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND
SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA,
20% TURF FESCUE., 10%
CREEPING RED
FESCUE, AND 24% RYE. SEED AT RATE
OF 2-3 #'S PER 1000 SF.
3, THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING
ON 3' CENTERS.
1. CATTAIL
2. COONTAIL
3. SPATTER DOCK
10'
I'
VEGETATED SHELF
= 111=
1
® 6:1 SLOPE
NORMAL POOL =43.75
!= I It
•
ELEV.-42.0$
II
6
-
W 3
BOTTOM=36.25
2.75'XO.25' ORIFICE O
22'X34' OUTLET
INV. OUT-43.75
1
3 MAX FOREBAY
BOTTOM = 37.75
POND SECTION
NTS
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NON 11 DIMENSIONS.
4' x 4' PRECAST CONC.
W/ KNOCKOUT PANELS
ALL 4 SIDES
I' SQUARE ALUMINUM BAR
AT 4' O.C. EACH WAY BOLTED TO
OF BASIN
ATTACH SCREEN WITH
GALV. LAG * WEDGE
ANCHORS
RU.W FRONT ORIFICE O 44A5-
1/2" OPNG. CALV. OR --�
UAIMIUM IXPAN .
METAL SCREEN
" DIA. ORIFICE O 43.75--
CRUSHED STONE.
SECTION
POND OUTLET STRUCTURE
N.T.S.
ELEVATION
EXISTING GROUND
TOP-46.40
2 - 2.7514.25' ORIFICES O 45.25 ON OPPOSRE SIDES
Z75'KO.W FRONT ORIFICE O 4445
22XW RC? INV. Oa--43.75
BOTTOIIe4200
ANNDARDx FAI�RIC
w
SM OR WOOD POST
FILTER FABRIC
t ffCTION OF WATER FLOW
ANCHOR FABRIC SKIRT
!6 MIN. r DEEP do 4" WIDE.
T
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 3O" IN WIDTH WITH
30 LB4N TENSILE STRENGTH FOR STANDARD FABRIC
AND WIN IN EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE: NECESSARI', LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN V IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL. ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HOGHiT AND
4' IN DLAMEML FABRIC SHAM BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #0 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NITS
FINISHED GRADE
TYPICAL GRADING CROSS SECTION AT PROPERTY LINE 1 WETLANDS
NTS
TOP OF BANK
47.50
f NOTE:
FOR POND MAINTENANCE
EMERGENCIES A PUMP SHALL BE
USED TO DRAIN POND.
\,AI1/�T Ai Ss
'ONTROL
00 10 X PIPE DIA BLONCK OSR 1��
I PIPE FLAW
1 -
ff Ix SEE SITE PLAN
SECTION A - A MIRAFl 600X FILTER FABRIC
OR APPROVED EQUAL.
NOT: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SW)ON
ENERGY DISSIPATOR
NTS
EROSION CONTROL NOTES AND MAINTENANCE PLAN: SITE WORK NOTES:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
1. THE CONTRACTOR SHALL `.VISIT THE SITE TO BECOME FAMILIARIZED WITH
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
FIELD CONSTRUCTION CONDITIONS.
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
2 CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
3. CLEARING AND GRUBBING; REMOVE ALL TREES A5 REQUIRED UNLESS
CONTRACTOR SHALL INSPECT THE CONSTRUCTION E5 ON DAILY
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
BASIS. THIS WILL REQUIRE PERIODIC TAP DRESSINGG WITH
ITH AN ADDITIONAL
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
LIMITS OF CONSTRUCTION.
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
4, STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
BE REMOVED IMMEDIATELY.
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
5. MUCKING: REMOVE ANY .SOFT, ORGANIC SILT MATERIALS AND EXISTING
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
APPLICABLE LOCAL AND STATE CODES.
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0,50' DEEP
7, BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
ASSOCIATED WITH BORROW OPERATIONS.
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
TO RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY
DROP INLETS.
STEEL WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98%
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, SILT FENCE STAKES
CLASSIFICATION OF SP, SM, ;OR SC. FILL MATERIAL 5" OUTSIDE OF
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8"
$ FOOT STAKE SPACING.
AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D-698): WITH THE UPPER 12 INCHES OF SUBGRADE
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND
DRAINS PROPERLY.
COMPACTED TO AT LEAST . 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL
PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL
DISTURBED AREAS INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER
IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE
UNSTABILIZED AREAS SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF
SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR
ANY PHASE OF ACTIVITY.
MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
CONTENT IS OBTAINED. FILL '' SHALL BE PLACED IN SUCH A MANNER THAT
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE,
NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
g LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
TO CONSTRUCT HIS WORK.
THE PROJECT E5 COMPLETED.
1O. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
OF EXISTING UTILITIES DURING CONSTRUCTION.
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY MICHAEL UNDERWOOD, PLS., AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSTTE.
TEMPORiARYIPERMANENT
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
GRASS SPECIFICATION
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES
CLASS B RIP RAP 60OXwMARIFI FABRIC
POND EMERGENCY SPILLWAY
NTS
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III OR 1V W/RUBBER GASKETED
JOINT OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P--115, TYPE
!U, FACTORY MIXED, QUICK DRYING, NON --BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. SEE ARCHITECTURAL SHEETS FOR LOCATION AND INVERTS OF
CONDENSATE AND ROOF DRAINS. THE GENERAL CONTRACTOR IS
RESPONSIBLE TO CONNECT THESE LINES TO THE UNDERGROUND
DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN. ALL
UNDERGROUND DOWNSPOUT,DRAINS SHALL HAVE A MINIMUM SLOPE OF 1%
AND BE SCH 40 PVC PIPE.
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05080
DES. J ST
CKD. JPN
DRWN. JFF
DATE 07/11 /05
`%111111816.
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2" SP 9.5 A SURFACE COURSE (NCDOT)
- 8" B 25,OB (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
NCDOT PAVEMENT SECTION
NTS
2'-0' /24'
V-6' 6" /--1 1 /2"R
• r
S�`��rv��ti����������
FLOW LINE CURB SECTION
Nis
NOW_ CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SWU.L BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW Stall BE FLOW LINE TYPE.
2" TYPE 1-2 SURFACE COURSE (NCDOT)
- 6" ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION WITHIN PROPERTY
NTS
CLASS A
ASPHALT --
TYPE A STONE
COMPACTED SUBGRAC
2'-0' /24'
1'-6" 1 6'
3"R
1 /2-R
SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHM,I. BE STALL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW Stall BE FLOW LINE TYPE.
CENTER LINE
CROSSWALK LINE
YELLOW
WHITE
EDGE LINE
TURN LANELINE
WHITE
YELLOW OR WHITE
10' SKIP LINES
YELLOW OR WHITE
MINI —SKIP
YELLOW OR WHITE
10 4"
¢"*
21
*NOTE- WHERE: TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES FOR A „NORi► W WIDTH LINE. THE SECOND
® ®
30
40'
® ®
13'
15'
WIDTH APPLIES FOR A "WIDE' LINE. 'WIDE' LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER.
PAVEMENT MARKINGS
Line Types
NTS
CENTER LINE OFFSET DETAIL
N
TABLE I
EDGE LINE OFFSETS FOR 2--LANE, 2—WAY ROADWAYS
WITH UN —PAVED SHOULDERS
WIDTH OF MAX. EDGE LINE OFFSET MINIMUM LANE
TRAVEL PAVEMENT FROM E. 0. P. WIDTH
16' -- 20' 2 3/ 8' `- 10'
22' 2"
24' 1' 11'
26' 2' 1 '
28' 2' 12'
30' 3' 12'
32' 4' 12'
PAVEMENT MARKINGS
Offsets
NTS
NOTES:
1. SIDEWALK THICKNESS BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS
C.J SPACE SAME A5 SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6; AT DRNEWAYS.
4. TH CKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT
5. 1/2� EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
COVERS ARE REQUIRED AT 550 MAX. AT SIDEWALK JUNCTIONS, „
AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8 R TOOLED
6. PROVIDE A LAYI'R 4F 15 BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR STRUCTURE.
1 2' EXPANSION
30' MAX. SPACING INT MATERIAL
J.
e 1/4'x1" DEEP w//AN
` 1/8'R TOOLED JOINT
CONTRACTIQN_JOINT (CC.
RIM
SIDEWALK JOINT DETAILS
NTS
VAR. PVMT. 6'
WIDTH SHOULDER 8' 5'
WIDTH
1 /4"/FT. 2"/FT 1./FT•
—1 /FT
—2 r 4'
SHOULDER SECTION
.Jw
5'
NCDOT DRIVEWAY TURNOUT GRADE DETAIL
NTS
PAVEMENT MARKER SPACING CHART
TYPE OF PAVEMENT MARKING
TYPICAL SPACING in FT
(speed limit <= 45mph)
Centerlines——alongthrough lanes
40
Centertines--clong horizontal curves_per
Traffic Engineering
Skip Lines --along through lanes
40
Turn Lanes --Skip Lines
40
Turn Lanes --Solid Lane Lines
20
Turn Lanes --Centerlines
40
Painted lslands--White
20
Painted Islands --Yellow
40
Raised Median Islands
40
Other Markings
per Traffic Engineering
20'
markets placed koft teen lane
PLACEMENT ALONG WHITE SKIP LINES
40' 40'
(mwk—meentered between 1R' whoa skip
double cwhdm
0
markers centered between double cenierrines
GENERAL NOTES
—CRYSTAL/RED MARKERS SHALL BE USED ALONG WHITE PAVEMENT MARKINGS UNLESS
OTHERWISE DIRECTED BY TRAFFIC ENGINEERING. RED SIDE OF MARKER TO FACE
"WRONG —WAY" TRAFFIC.
—PAVEMENT MARKERS SHOULD NOT BE PLACED CLOSER THAN 2 INCHES TO A PAVEMENT
CONSTRUCTION JOINT. EXCEPT WHEN PLACED BETWEEN DOUBLE YELLOW CENTERLINES.
—PAVEMENT MARKERS SHALL NOT BE PLACED DIRECTLY ON PAVEMENT MARKINGS.
—PAVEMENT MARKERS USED IN CONJUNCTION WITH DOUBLE YELLOW CENTERLINES SHALL
BE PLACED MID —WAY BETWEEN THE LINES, WITH A GAP BETWEEN MARKER AND MARKINGS.
SEE I
OR10
CONC.
PLAN
CASTING NOTE: 2'x 2'
DROP INLET FRAME do
GRATE SHALL BE HEAVY
DUTY H-20 LOAD RATED.
000RDINATE TOP wires
BOX SIZE do GRADES.
2'
CONCRETE COLLAR
ASPHALT PAVEMENT
NON TRAFFIC AREA
ELEV. VARIES
PIPE
SIZE
PRECAST OR
VARIE
"
CONCRETE MASONRY
H-20 LOAD RATED
B"
FLOW
s"
3000 PSI CONC.
. ; ::
no
,a •�......-
8" #57 STONE
SEDIMENT
TRAP
SECTION
DROP INLET DETAIL
NTS
ExlSTING PAVEMENT 12' TURN LANE
MATCH EXIST. GRADE
-___.-.-____ - 2-- q
GRADE TO THIS LINE
PAVEMEI T TO BE 5"-B25.OB, 3" 119.08,
& 2" SF9.5A (OPTION: 8". B25.OB & 2"
SF9.5A)
TURNLANE WIDING SECTION
N.T.S.
$'
SHOULDER
1 " FT
1 IL
4 3
EXTEND BEYOND
ASPHALT BY 6"
10'
lYP.
LEGEND
4D,DIRECTION OF TRAFFIC FLOW
J PAVEMENT MARKING SYMBOLS
�K OPTIONAL. — STOP 6AK IS REQUIRED WHEN
CROSSWALK AND STOP SIGN ARE PRESENT
PAVEMENT MARKINGS
Non -Signalized Intersections
NTS
PRECAST OR BRICK
MASONRY. H-20 LOAD
RATED.
FLOW
3000 PSI CONC. —
8" #57 STONE -
Fro, pa
IN
ME- ?
FOE= me 04A
SECTION
JUNCTION BOX DETAIL
NTS
CASTING
NOTE: USE STANDARD 2' DiA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED
VARIES
`- SEDIMENT TRAP
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05080
DES J ST
CKD. JPN
DRWN, J FF
DATE 07/ 11 /05
;,t���traat•
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SEAL
19851
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